# WRC Standard Flood Frequency Guidelines

*The Water Resources Council has issued a set of guidelines for determining flood frequency at gaged locations. The need for such guidelines is examined. Application of these guidelines...*

Reducing Hydrologic Parameter Uncertainty

*A methodology is introduced that can be used in hydrologic frequency analysis to reduce the parameter uncertainty. The methodology consists of developing generalized values of the parameters...*

Load-Deflection Behavior of Restrained R/C Skew Slabs

*A method is presented for determining the complete load-deflection behavior of reinforced concrete skew slabs restrained at the edges and subjected to uniformly-distributed loading. The...*

Decisions Under Violation of Regression Normality

*Two water resources engineering questions are considered to study the statistical effect and associated loss of incorrectly assuming normality in linear regression analysis. Monte Carlo...*

Flood Analysis by SMEMAX Tranformation - A Review

*A SMEMAX (Small, Median, Maximum) transformation proposed by Nadavia Bethlahmy normalizes skewed population so that the transformed value representing a flood for a given return period...*

Thermal Stresses in Skew Bridge by Model Test

*This paper briefly describes the development of a finite layer element program for computing stresses and displacements resulting from nonlinear temperature gradients in continuous skew...*

Presentation of Longitudinal Dispersion Data

*It is proposed that deviations from Gaussianity of observed profiles of the concentration of a solute in a cloud as it passes the measuring station in a river, estuary or similar flow...*

Log Pearson Type 3 Distribution: A Generalized Evaluation

*A generalized study of log Pearson type 3 distribution (LP) is performed in terms of the dimensionless variate which has a population mean of unity. The bounds of LP and different forms...*

Log Pearson Type 3 Distribution: Method of Mixed Moments

*Two new methods of moments (MO) which do not use the sample skewness coefficient (CS) are evolved for fitting log Pearson type 3 distribution (LP). The two current MO methods which use...*

Disaggregation of Streamflow Volumes

*A disaggregation model, which differs from those developed by Valencia and Schaake (VS) and Mejia and Rousselle (MR) (referred to as the HB model), was developed specifically to preserve...*

Combined-Load Buckling of Orthotropic Skew Plates

*Buckling analysis of orthotropic skew plates subjected to a combination of in-plane edge loads has been presented. The Fourier-series solution satisfies all the boundary conditions of...*

Anisotropic Skew Plates and Grids

*A discrete element method of analysis for the bending of an anisotropic skew-plate-and-grid-beam system is presented. The distinguishing features are (1)The representation of an anisotropic...*

Thermal Stress Analysis of Continuous Skew Bridge

*A finite layer element analysis of stresses and displacements resulting from nonlinear temperature gradients in continuous skew slab-girder bridges is developed. A computing technique,...*

Skewed Bridges with Intermediate Transverse Bracings

*Intermediate transverse bracings may be neglected in the space frame calculations when computing the stresses in the main girders and the values of the reactions, as they have a negligible...*

Map Skew

*Flood frequency estimation using the recommended log-Pearson type III analysis requires an estimate of the skew coefficient. The sample estimate of skewness may be inaccurate when the...*

Concrete Beams with Small Opening under Torsion

*Based on the familiar skew bending model, methods of analyses are presented in this paper for predicting the strength of plain and reinforced concrete beams that are subjected to torsion...*

Macro Element Analysis of a Skew Plate in Bending

Skew Reinforcement in Slabs

*In this paper, Wood and Armer.s equation have been further modified to improve their physical interpretation and application. Also, it is shown that the formulas for the skew reinforcement...*

Flood-Frequency Analyses with Prerecord Information

*Monte Carlo experiments were performed on each of several procedures for treating prerecord flood information in flood-frequency analyses. The performance of each method was judged by...*

Continuous Skew Orthotropic Plate Structures

*A series solution has been developed to analyze continuous skew orthotropic plate structures subjected to laterally applied uniform and concentrated (patch) loads. Various practical skew...*

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